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从约束试验提取阻尼自由结构主模态 被引量:3

Extraction of normal modes of damping free structure from constrained test data
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摘要 对于大型自由结构,如大型运载器,要实现自由状态下的模态试验是愈来愈困难了。为此,人们被迫只好对这类结构进行约束状态下的模态试验。这样就要求从约束状态试验所测得的数据中提取到原自由状态下的试验模态参数。本文针对这个问题提出了一种“提取方法”。数值模拟结果表明,该方法的精度相当满意,不论是无阻尼,还是考虑有阻尼的情况,都可以获得工程上满意的结果。 For large scale free structure with very great weight, such as a large and heavy-duty launch-vehicle, the free-free modal test is realized difficultly. For this reason, one is compelled to make constrained test of the large launch-vehicle(free structure). Thus it is required to extract normal modes of damping free structure from constrained test data. When the structure is undamping, the method developed in this paper can identify the usual real eigenmodes. Numerical simulation results show that precision of the present method is satisfactory.
作者 张德文
出处 《强度与环境》 2004年第1期6-16,共11页 Structure & Environment Engineering
关键词 大型自由结构 模态试验 约束试验 主模态 提取 阻尼 eigen analysis modal test with unreal boundary identification damping normal mode
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参考文献17

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  • 2Zhang O and Zerva A. Extraction of free-free modes using constrained test data[J]. AIAA Journal, 1995, 33(2):2440- 2442.
  • 3张德文.利用约束结构试验获取自由结构试验模态的伽略金法-释放约束位移[J].宇航学报,1988,(4):64-69.
  • 4张德文.利用约束结构试验获取自由~自由模态的方法之二--释放约束力方法[C]..全国第五届模态分析与试验会议[C].张家界,1988.762-769.
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共引文献4

同被引文献23

  • 1张德文.从约束试验数据提取自由结构模态参数[J].强度与环境,2005,32(1):10-15. 被引量:7
  • 2邢景棠,周盛,崔尔杰.流固耦合力学概述[J].力学进展,1997,27(1):19-38. 被引量:234
  • 3张德文.利用约束结构试验获取自由-自由模态的方法之二-释放约束力法[A]..全国第五届模态分析与试验会议[C].张家界,1988.762-769.
  • 4张德文.利用约束结构试验获取自由结构试验模态的伽略金法-释放约束位移[J].宇航学报,1988,(4):64-69.
  • 5张德文.利用约束结构试验获取自由结构试验模态的伽略金法-释放结束位移.宇航学报,1988,(4):64-64.
  • 6Przemieniecki J S. Theory of a matrix structural analysis[M]. McGraw-Hill, New York, 1968.
  • 7Zhang O and Zerva A. Extraction of free-free modes using constrained test data[J]. AIAA Journal, 1995, 33(2):2440-2442.
  • 8Wittrick W H and Williams F W. A general algorithm for computing natural frequencies of elastic structure[J].Quarterly Journal of Mechanics and Applied Mathematics, 1971, 24(3):263-284.
  • 9Bathe K J and Wilson E L. Numerical method in finite element analysis[M]. Prenlice-hall,Upper Saddle Rivet,NJ,USA, 1976, 436-439.
  • 10Zhang D W and Wei F S. Dynamic flexibility method with hybrid shifting frequency for eigenvector derivatives[J].AIAA Journal, 2002, 40(10):2047-2052.

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